Title

Influence of vertical ground motion on seismic responses of triple friction pendulum interlayer isolation structures

Journal title

Archives of Civil Engineering

Yearbook

2021

Volume

vol. 67

Issue

No 3

Affiliation

Fang, Zhao : Nanjing Institute of Technology, School of Architecture Engineering, Hongjing Avenue 1, 211167 Nanjing, China ; Yan, Ping : Jiangsu Provincial Architectural D&R Institute LTD, Chuangyi Road 86, 211167 Nanjing, China

Authors

Fang, Zhao ; Yan, Ping

Keywords

vertical ground motion ; interlayer isolation structures ; seismic responses ; triple friction pendulum

Divisions of PAS

Nauki Techniczne

Coverage

581-597

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography

[1] K. Ryan, C. Earl. “Analysis and Design of Inter-story Isolation Systems with Nonlinear Devices,” Journal of Earthquake Engineering 14(7): pp. 1044–1062, 2010. https://doi.org/10.1080/13632461003668020
[2] D.C.Charmpis, P.Komodromos, M.C.Phocas. “Optimized earthquake response of multi‐storey buildings with seismic isolation at various elevations,” Earthquake Engineering & Structural Dynamics 41(15): pp. 2289–2310, 2012. https://doi.org/10.1002/eqe.2187
[3] H. Fakhri, G.G. Amiri. “Nonlinear Response-History Analysis of Triple Friction Pendulum Bearings (TFPB), Installed Between Stories,” 15th World Conference on Earthquake Engineering, Lisbon, 2012.
[4] A. Reggio, M.D. Angelis. “Optimal energy‐based seismic design of non‐conventional Tuned Mass Damper (TMD) implemented via inter‐story isolation,” Earthquake Engineering & Structural Dynamics 44(10): pp. 1623–1642, 2015. https://doi.org/10.1002/eqe.2548
[5] M. Rabiei, F. Khoshnoudian. “Response of multistory friction pendulum base-isolated buildings including the vertical component of earthquakes,” Canadian Journal of Civil Engineering 38(10): pp. 1045–1059, 2011. https://doi.org/10.1139/l11-064
[6] K. Faramarz, R. Montazar. “Seismic Response of Double Concave Friction Pendulum Base-Isolated Structures Considering Vertical Component of Earthquake,” Advances in Structural Engineering 13(1): pp. 1–14, 2010. https://doi.org/10.1260/1369-4332.13.1.1
[7] V. Loghman, F. Khoshnoudian, M. Banazadeh. “Effect of vertical component of earthquake on seismic response of triple concave friction pendulum base-isolated structures,” Journal of Vibration & Control 21(11): pp. 2099–2113, 2013. https://doi.org/10.1177/1077546313503359
[8] D.M. Fenz, M.C. Constantinou. “Spherical sliding isolation bearings with adaptive behavior: Theory,” Earthquake Engineering and Structural Dynamics 37(2): pp. 163-183, 2008. https://doi.org/10.1002/eqe.751
[9] D.M. Fenz, M.C. Constantinou. “Spherical sliding isolation bearings with adaptive behavior: Experimental verification,” Earthquake Engineering & Structural Dynamics 37(2): pp. 185–205, 2010. https://doi.org/10.1002/eqe.750
[10] N.D. Dao. “Seismic Response of a Full-scale 5-story Steel Frame Building Isolated by Triple Pendulum Bearings under Three-Dimensional Excitations,” Dissertations & Theses - Gradworks, University of Nevada, 2012.
[11] T.C. Becker, S.A. Mahin. “Approximating peak responses in seismically isolated buildings using generalized modal analysis,” Earthquake Engineering & Structural Dynamics 42(12): pp. 1807–1825, 2014. https://doi.org/10.1002/eqe.2299
[12] J. Sheller, M.C. Constantinou. “Response history analysis of structures with seismic isolation and energy dissipation systems: verification examples for program SAP2000,” Report No. MCEER 99-02, Multidisciplinary Center for Earthquake Engineering Research, New York, 1999.
[13] W.I. Liao, C.H. Loh, S. Wan. “Earthquake responses of RC moment frames subjected to near-fault ground motions,” Structural Design of Tall & Special Buildings 10(3): pp. 219–229, 2001. https://doi.org/10.1002/tal.178

Date

2021.09.08

Type

Article

Identifier

DOI: 10.24425/ace.2021.138072